A real-time performance measurement system for arterial traffic signals

University of Minnesota Ph.D. dissertation. September 2008. Major: Civil Engineering. Advisor: Henry X. Liu. 1 computer file (PDF); xix, 154 pages.

[1]  M E Hallenbeck,et al.  SURVEILLANCE OPTIONS FOR MONITORING ARTERIAL TRAFFIC CONDITIONS , 2001 .

[2]  M. Baucus.  Transportation Research Board , 1982 .

[3]  Michael G.H. Bell,et al.  The real time estimation of origin-destination flows in the presence of platoon dispersion , 1991 .

[4]  T Shaw.  PERFORMANCE MEASURES OF OPERATIONAL EFFECTIVENESS FOR HIGHWAY SEGMENTS AND SYSTEMS , 2003 .

[5]  Hassan A Charara,et al.  Development of a Traffic Signal Performance Measurement System (TSPMS) , 2005 .

[6]  H. J. Van Zuylen,et al.  MARKOV MESOSCOPIC SIMULATION MODEL OF OVERFLOW QUEUES AT MULTILANE SIGNALIZED INTERSECTIONS , 2005 .

[7]  M J Maher.  ESTIMATING THE TURNING FLOWS AT A JUNCTION: A COMPARISON OF THREE MODELS , 1984 .

[8]  D. Schrank,et al.  THE 2004 URBAN MOBILITY REPORT , 2002 .

[9]  David Beymer,et al.  A real-time computer vision system for vehicle tracking and traffic surveillance , 1998 .

[10]  Pravin Varaiya,et al.  Freeway performance measurement system (pems) , 2002 .

[11]  J Upchurch,et al.  AUTOMATED TRAVEL TIME DATA FOR A REGIONAL TRAVELER INFORMATION SYSTEM , 2001 .

[12]  Pitu B. Mirchandani,et al.  ARTERIAL TRAVEL TIME ESTIMATION FOR ADVANCED TRAVELER INFORMATION SYSTEMS , 2003 .

[13]  F. Webster.  TRAFFIC SIGNAL SETTINGS , 1958 .

[14]  Thomas Urbanik,et al.  ADVANCED TECHNOLOGY APPLICATION: THE "SMART" DIAMOND , 1995 .

[15]  George Stephanopoulos,et al.  Modelling and analysis of traffic queue dynamics at signalized intersections , 1979 .

[16]  Darcy M. Bullock,et al.  A Real-Time Simulation Environment for Evaluating Traffic Signal Systems , 1998 .

[17]  G. Davis,et al.  Recursive estimation of origin-destination matrices from input/output counts , 1987 .

[18]  Jens Rørbech.  DETERMINING THE LENGTH OF THE APPROACH LANES REQUIRED AT SIGNAL-CONTROLLED INTERSECTIONS ON THROUGH HIGHWAYS , 1968 .

[19]  J. Morales.  IMPROVING TRAFFIC SIGNAL OPERATIONS: A PRIMER , 1995 .

[20]  K N Balke,et al.  POTENTIAL MEASURES OF ASSESSING SIGNAL TIMING PERFORMANCE USING EXISTING TECHNOLOGIES , 2004 .

[21]  L E Nilsson,et al.  Optimal Control of Isolated Traffic Signals , 1976 .

[22]  Gordon F. Newell.  THEORY OF HIGHWAY TRAFFIC SIGNALS , 1989 .

[23]  S Teply,et al.  CANADIAN CAPACITY GUIDE FOR SIGNALIZED INTERSECTIONS. SECOND EDITION , 1995 .

[24]  J Mueck,et al.  Using detectors near the stop-line to estimate traffic flows , 2002 .

[25]  David L Schrank,et al.  MEASURES OF EFFECTIVENESS FOR MAJOR INVESTMENT STUDIES , 1996 .

[26]  Darcy M. Bullock,et al.  Input–Output and Hybrid Techniques for Real-Time Prediction of Delay and Maximum Queue Length at Signalized Intersections , 2007 .

[27]  W Reilly,et al.  HIGHWAY CAPACITY MANUAL 2000 , 1997 .

[28]  Gang-Len Chang,et al.  Estimation of Time-Dependent Turning Fractions at Signalized Intersections , 1998 .

[29]  N. Geroliminis,et al.  Development of an Arterial Performance Measurement System , 2007 .

[30]  D P Bowyer,et al.  Australian Road Research Board , 1987 .

[31]  I. Catling.  A TIME-DEPENDENT APPROACH TO JUNCTION DELAYS , 1977 .

[32]  Darcy M. Bullock,et al.  Data-Driven Algorithms for Real-Time Adaptive Tuning of Offsets in Coordinated Traffic Signal Systems , 2007 .

[33]  Nagui M. Rouphail,et al.  Incorporating the Effects of Traffic Signal Progression Into the Proposed Incremental Queue Accumulation (IQA) Method , 2006 .

[34]  D I Robertson,et al.  TRANSYT: A TRAFFIC NETWORK STUDY TOOL , 1969 .

[35]  Li Keping,et al.  Online Queue Length Estimation Algorithm for Adaptive Control Strategies at Isolated Signalized Intersections , 2006 .

[36]  Darcy M. Bullock,et al.  Transition methods in traffic signal control , 2006 .

[37]  James L Pline.  Traffic engineering handbook , 2009 .

[38]  Gary A. Davis,et al.  Real-time estimation of turning movement proportions from partial counts on urban networks , 1999 .

[39]  W B Cronje.  ANALYSIS OF EXISTING FORMULAS FOR DELAY, OVERFLOW, AND STOPS , 1983 .

[40]  Der-Horng Lee,et al.  An arterial speed estimation model fusing data from stationary and mobile sensors , 2001, ITSC 2001. 2001 IEEE Intelligent Transportation Systems. Proceedings (Cat. No.01TH8585).

[41]  Wenteng Ma,et al.  Time-Dependent Travel Time Estimation Model for Signalized Arterial Network , 2007 .

[42]  H. M. Zhang,et al.  Link-Journey-Speed Model for Arterial Traffic , 1999 .

[43]  Zhen Li,et al.  HARDWARE-IN-THE-LOOP SIMULATION , 2004 .

[44]  Feng‐Bor Lin,et al.  Adaptive signal control at isolated intersections , 1988 .

[45]  Gary A. Davis,et al.  Application of Prediction-Error Minimization and Maximum Likelihood to Estimate Intersection O-D Matrices from Traffic Counts , 1989, Transp. Sci..

[46]  Ata M. Khan,et al.  Bayesian Regression-Based Urban Traffic Models , 1998 .

[47]  Steve Nobe.  On-line estimation of traffic split parameters based on lane counts , 2002 .

[48]  T. Usami,et al.  Estimation and measurement of travel time by vehicle detectors and license plate readers , 1991, Vehicle Navigation and Information Systems Conference, 1991.

[49]  R Akcelik,et al.  THE HIGHWAY CAPACITY MANUAL DELAY FORMULA FOR SIGNALIZED INTERSECTIONS , 1988 .

[50]  Jean-Loup Farges,et al.  ON LINE ESTIMATION OF TURNING MOVEMENTS AND SATURATION FLOWS IN PRODYN , 1990 .

[51]  Francesco Viti,et al.  Consistency of Random Queuing Models at Controlled Intersections , 2006 .

[52]  Henry X. Liu,et al.  A virtual vehicle probe model for time-dependent travel time estimation on signalized arterials , 2009 .

[53]  R Akcelik,et al.  Time dependent expressions for delay, stop rate and queue length at traffic signals , 1980 .

[54]  Nagui M. Rouphail,et al.  New Calculation Method for Existing and Extended HCM Delay Estimation Procedures , 2006 .

[55]  Timothy J Lomax,et al.  Measuring and Estimating Congestion Using Travel Time-Based Procedures , 1996 .

[56]  James T Harris.  Benefits of Retiming Traffic Signals , 2005 .